Finite Element Simulative Analysis of Concrete Arch Dam Structure

摘要：

　　In this paper,finite element simulative analysis is proceeded for the concrete arch dam of Tianshengqiao reservoir.Deducing variation law of the dams stress and displacement in construction process and operational process.The analytic results are shown:concrete arch dam of Tianshengqiao reservoir is reasonable structure,and every index meets the requirements for design.

关键词： Concrete arch dam Finite element method Simulation analysis Stress distribution

作者: Dongyu Ji Weixing Chen

作者单位: Hunan Urban Construction College,Xiangtan,Hunan Province 411101,P.R.China Survey,Design & Research Institute of Henan Petroleum Exploration Bureau(HPEB),SINOPEC,Nanyang,Henan

会议类型: 国际会议

会议名称: the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT-2012)(2012年电机工程与信息技术国际会议)

会议地点: 沈阳

会议语种:英文

页码: 844-847

在线出版日期: 2012-09-26（万方平台首次上网日期，不代表论文的发表时间）